_21 LNC BD - IRR pt2 (pg 150-158).pdf

OVERLOOK DRIVE

CEMETERY LOOP ROAD

A

C

4"

2"

4"

4"

4"

4"

4"

2"

4"

4"

4"

2"

2"

C

WS

8"

8"

8"

8"

8"

8"

8"

6"

8"

8"

4" 8"

8"

4"

4"

4"

2"

2"

1"

2"

1"

3"

1"

2"

1"

2"

2"

1"

2"

2"

1"

1"

2"

1"

1"

2"

1"

2"

1"

2"

1"

1"

2"

1"

2"

1"

2"

1"

2"

2"

1"

2"

2"

2"

2"

1"

1"

2"

2"

1"

1"11 2"2"

1"

1" 1"

1"

2"

2"

1"

1"

1"

2"

1"

2"

1"

2"

2"

1"

2"

2"

1"

2"

2"

2"

1"

1"

1"

1"

2"

2"

2"

2"

2"

2"

1"

2"

2"

1"

1"

1"

1"

2"

1"

1"

2"

1"

2"

1"

2" 1"

1"

1"

2"

2"

2"

1"

1"

2"

2"

1"

1"

2"

2"

1"

2"

2"

1"

1"

2"

1"

2"

2"

1"

1"

2"

2"

2"

1"

1"

2"

1"

2"

1"

1"

2"

1"

8"

8"

4" 8"

2"

2"

2"

1"

2"

1"

2"

1"

1"

2"

2"

2"

2"

1"

1"

1"

1"

2"

2"

2"

1"

2"

2"

2"

2"

1"

1" 4" 11

2"

4"

1"

1"

1"

1"

1" 1"

2"

2"

2"

6"

4"

8"

1"

2"

2"

2"

2"

2"

2"

1"

C-19 42.911

2"

C-19

C-20 58.611

2"

C-20

C-21 28.611

2"

C-21C-22 42.911

2"

C-22

C-23 42.911

2"

C-23

C-24 42.911

2"

C-24

C-25 57.211

2"

C-25

C-26 57.211

2"

C-26

C-27 57.211

2"

C-27

C-28 28.611

2"

C-28

C-29 57.211

2"

C-29

C-30 42.911

2"

C-30

C-37 57.211

2"

C-37 C-38

57.211 2"

C-38C-39 28.611

2"

C-39 C-40

28.611 2"

C-40

C-41 28.611

2"

C-41

C-42 57.211

2"

C-42

C-43 28.611

2"

C-43

C-44 57.211

2"

C-44

C-45 57.211

2"

C-45

C-46 57.211

2"

C-46

C-47 57.211

2"

C-47

C-48 57.211

2"

C-48

C-49 57.211

2"

C-49

C-50 57.211

2"

C-50

C-51 42.911

2"

C-51

C-52 42.911

2"

C-52

2"

1"

C-58 57.211

2"

C-58

C-59 28.611

2"

C-59

C-60 28.611

2"

C-60

C-61 58.611

2"

C-61

C-62 42.911

2"

C-62

C-68 57.211

2"

C-68

C-69 57.211

2"

C-69

C-70 57.211

2"

C-70

C-75 57.211

2"

C-75

C-76 57.211

2"

C-76

C-77 57.211

2"

C-77

2"

6"

C-83 57.211

2"

C-83

C-84 42.911

2"

C-84

C-120 -1"

C-120 C-121

-1"

C-121

C-122 -1"

C-122

C-123 -1"

C-123

C-124 -1"

C-124

C-125 -1"

C-125

C-126 -1"

C-126

C-127 -1"

C-127

C-128 -1"

C-128

C-129 -1"

C-129

C-130 -1"

C-130

C-131 -1"

C-131

A

D

3"

8"

CODE DESCRIPTION

CONNECT NEW FLOWER WATER STATION

TO NEW MAINLINE. PROVIDE ANY PIPING

TRANSITIONS AND ISOLATION VALVE.

CAP MAIN FOR FUTURE EXPANSION.

CONNECT TO EXISTING COLUMBARIUM

IRRIGATION MAIN LINE.

COORDINATE LOCATION AND 120V

POWER WITH OWNER

REPLACE EXISTING 24V ELECTRIC

SOLENOID VALVES WITH NEW TWO-WIRE

ELECTRIC VALVES AT COLUMBARIUM.

WIRE TO NEW CONTROL SYSTEM.

PROVIDE 120V POWER FROM EXISTING

BUILDING.

IRRIGATION PIPING TO REMAIN IN

CORRIDOR. SHOWN FOR CLARITY.

GROUND AND COIL 30" OF TWO-WIRE

FOR FUTURE. LABEL AND LOCATE IN

VAVLE BOX.

REFERENCE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O R

M

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw g ed it:

ch ris m er te n sa ve d:

6/

/2

:0

PM

p lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR105

###CJMCJM

IRRIGATION PLAN

N

0 30' 60'

SCALE:1

IRRIGATION PLAN

1" = 30'-0"

IR102 IR103

IR104 IR105 IR106

IR107 IR108

IR109 IR110

IR101

A S I C

PROFESSIONAL

IRRIGATION

CONSULTANT Page 150 of 247

CEMETERY

CARETAKERS

GROUNDS

8"

6" 6"

1"

2"

2"

2"

4"

1"

1"6"

1"

2"

2"

2"

1"

1"

2"

1"

2"

1"

2"

1"

C-73 57.211

2"C-73

C-74 57.211

2"

C-74

2"

C-81 57.211

2"

C-81

C-82 28.611

2"

C-82 A11

2"

D

CODE DESCRIPTION

CONNECT NEW FLOWER WATER STATION

TO NEW MAINLINE. PROVIDE ANY PIPING

TRANSITIONS AND ISOLATION VALVE.

CAP MAIN FOR FUTURE EXPANSION.

CONNECT TO EXISTING COLUMBARIUM

IRRIGATION MAIN LINE.

COORDINATE LOCATION AND 120V

POWER WITH OWNER

REPLACE EXISTING 24V ELECTRIC

SOLENOID VALVES WITH NEW TWO-WIRE

ELECTRIC VALVES AT COLUMBARIUM.

WIRE TO NEW CONTROL SYSTEM.

PROVIDE 120V POWER FROM EXISTING

BUILDING.

IRRIGATION PIPING TO REMAIN IN

CORRIDOR. SHOWN FOR CLARITY.

GROUND AND COIL 30" OF TWO-WIRE

FOR FUTURE. LABEL AND LOCATE IN

VAVLE BOX.

REFERENCE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw ch ris m er te d:

6/

/2

:0 lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR106

###CJMCJM

IRRIGATION PLAN

N

0 30' 60'

SCALE:1

IRRIGATION PLAN

1" = 30'-0"

IR102 IR103

IR104 IR105 IR106

IR107 IR108

IR109 IR110

IR101

A S I C

PROFESSIONAL

CONSULTANT Page 151 of 247

CURRENT

MAINTENANCE

FACILITY

CC

2"2"21

2"

1"11 2"2"

2"2"21

2"

2"2"21

2"

2"2"21

2"

2"2"21

2"

2"2"21

2"

2"2"

2"

2"2"

2"2"

22"21

2"

2"

1"

2"

1"

2"

1"

1"

2"

2"

2"

2"

1"

2"

1"

4"

4"

2"

C-85 57.211

2"

C-85

C-86 42.911

2"

C-86

C-87 57.211

2"

C-87C-88 57.211

2" C-88

C-89 57.211

2" C-89

C-90 57.211

2"

C-90

C-91 57.211

2"

C-91

C-92 57.211

2" C-92

C-93 57.211

2"

C-93

C-94 57.211

2"

C-94

C-95 42.911

2"

C-95

C-96 42.911

2"

C-96

C-97 42.911

2" C-97

C-98 57.211

2"

C-98

C-99 42.911

2"

C-99

CODE DESCRIPTION

CONNECT NEW FLOWER WATER STATION

TO NEW MAINLINE. PROVIDE ANY PIPING

TRANSITIONS AND ISOLATION VALVE.

CAP MAIN FOR FUTURE EXPANSION.

CONNECT TO EXISTING COLUMBARIUM

IRRIGATION MAIN LINE.

COORDINATE LOCATION AND 120V

POWER WITH OWNER

REPLACE EXISTING 24V ELECTRIC

SOLENOID VALVES WITH NEW TWO-WIRE

ELECTRIC VALVES AT COLUMBARIUM.

WIRE TO NEW CONTROL SYSTEM.

PROVIDE 120V POWER FROM EXISTING

BUILDING.

IRRIGATION PIPING TO REMAIN IN

CORRIDOR. SHOWN FOR CLARITY.

GROUND AND COIL 30" OF TWO-WIRE

FOR FUTURE. LABEL AND LOCATE IN

VAVLE BOX.

REFERENCE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw ch ris m er te d:

6/

/2

:0 lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR107

###CJMCJM

IRRIGATION PLAN

N

0 30' 60'

SCALE:1

IRRIGATION PLAN

1" = 30'-0"

IR102 IR103

IR104 IR105 IR106

IR107 IR108

IR109 IR110

IR101

A S I C

PROFESSIONAL

CONSULTANT Page 152 of 247

6"

4"

4"

1"

1"

1"

1"

1"

1"

1"

1"

2"

1" 11 2"

1"

2"

1"

2"

1" 11 2" 2"

1" 11 2" 2" 21

2"

1"

2"

1"

2"

2"

1"

1" 11 2" 2"

1" 11 2" 2"

1" 11 2" 2"

1" 11 2" 2" 21

2"

1"

1"

2"

1" 11 2" 2"

1" 11 2" 2"

1" 11 2" 2"

1" 11 2" 2"

1"11 2"

1"

1"

1"2"

4"

2"

2"

1"

2"

2"

2"

2"

2"

2"

6"

4"

1"

2"

C-78 57.211

2"

C-78

C-79 28.611

2"

C-79

C-80 57.211

2"

C-80

C-107 57.211

2"

C-107

C-108 57.211

2"

C-108

C-109 57.211

2"C-109

C-110 42.911

2"C-110

C-111 42.911

2"C-111

C-112 42.911

2" C-112

C-113 42.911

2" C-113

C-114 57.211

2"C-114 C-115

57.211 2"

C-115

C-116 57.211

2"C-116

C-117 28.611

2"C-117

C-118 57.211

2"C-118

C-119 57.211

2"C-119

CODE DESCRIPTION

CONNECT NEW FLOWER WATER STATION

TO NEW MAINLINE. PROVIDE ANY PIPING

TRANSITIONS AND ISOLATION VALVE.

CAP MAIN FOR FUTURE EXPANSION.

CONNECT TO EXISTING COLUMBARIUM

IRRIGATION MAIN LINE.

COORDINATE LOCATION AND 120V

POWER WITH OWNER

REPLACE EXISTING 24V ELECTRIC

SOLENOID VALVES WITH NEW TWO-WIRE

ELECTRIC VALVES AT COLUMBARIUM.

WIRE TO NEW CONTROL SYSTEM.

PROVIDE 120V POWER FROM EXISTING

BUILDING.

IRRIGATION PIPING TO REMAIN IN

CORRIDOR. SHOWN FOR CLARITY.

GROUND AND COIL 30" OF TWO-WIRE

FOR FUTURE. LABEL AND LOCATE IN

VAVLE BOX.

REFERENCE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw ch ris m er te d:

6/

/2

:0 lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR108

###CJMCJM

IRRIGATION PLAN

N

0 30' 60'

SCALE:1

IRRIGATION PLAN

1" = 30'-0"

IR102 IR103

IR104 IR105 IR106

IR107 IR108

IR109 IR110

IR101

A S I C

PROFESSIONAL

CONSULTANT Page 153 of 247

FL

FL

FL

FL

FL

DO

W

N

DO

W

N

COMMITTAL

FLAG

POLE

ROSTRUM

4"

1"2"

1"

2" 2"

2"

C-100 42.911

2"

C-100

C-101 57.211

2"

C-101 CODE DESCRIPTION

CONNECT NEW FLOWER WATER STATION

TO NEW MAINLINE. PROVIDE ANY PIPING

TRANSITIONS AND ISOLATION VALVE.

CAP MAIN FOR FUTURE EXPANSION.

CONNECT TO EXISTING COLUMBARIUM

IRRIGATION MAIN LINE.

COORDINATE LOCATION AND 120V

POWER WITH OWNER

REPLACE EXISTING 24V ELECTRIC

SOLENOID VALVES WITH NEW TWO-WIRE

ELECTRIC VALVES AT COLUMBARIUM.

WIRE TO NEW CONTROL SYSTEM.

PROVIDE 120V POWER FROM EXISTING

BUILDING.

IRRIGATION PIPING TO REMAIN IN

CORRIDOR. SHOWN FOR CLARITY.

GROUND AND COIL 30" OF TWO-WIRE

FOR FUTURE. LABEL AND LOCATE IN

VAVLE BOX.

REFERENCE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw ch ris m er te d:

6/

/2

:0 lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR109

###CJMCJM

IRRIGATION PLAN

N

0 30' 60'

SCALE:1

IRRIGATION PLAN

1" = 30'-0"

IR102 IR103

IR104 IR105 IR106

IR107 IR108

IR109 IR110

IR101

A S I C

PROFESSIONAL

CONSULTANT Page 154 of 247

OBELISK

OFFICERS

1"

2" 1"

2"

2"

2"

1" 11 2" 2"1"1"11

2"

1"

2"

1"

2"

2"

2"

1"

2"

2"

1"

4"

4" 1"

C-102 57.211

2"

C-102

C-103 42.911

2"

C-103

C-104 28.611

2"

C-104

C-105 57.211

2"

C-105 C-106

57.211 2"

C-106

D

CODE DESCRIPTION

CONNECT NEW FLOWER WATER STATION

TO NEW MAINLINE. PROVIDE ANY PIPING

TRANSITIONS AND ISOLATION VALVE.

CAP MAIN FOR FUTURE EXPANSION.

CONNECT TO EXISTING COLUMBARIUM

IRRIGATION MAIN LINE.

COORDINATE LOCATION AND 120V

POWER WITH OWNER

REPLACE EXISTING 24V ELECTRIC

SOLENOID VALVES WITH NEW TWO-WIRE

ELECTRIC VALVES AT COLUMBARIUM.

WIRE TO NEW CONTROL SYSTEM.

PROVIDE 120V POWER FROM EXISTING

BUILDING.

IRRIGATION PIPING TO REMAIN IN

CORRIDOR. SHOWN FOR CLARITY.

GROUND AND COIL 30" OF TWO-WIRE

FOR FUTURE. LABEL AND LOCATE IN

VAVLE BOX.

REFERENCE NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw ch ris m er te d:

6/

/2

:0 lo t:6

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PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR110

###CJMCJM

IRRIGATION PLAN

N

0 30' 60'

SCALE:1

IRRIGATION PLAN

1" = 30'-0"

IR102 IR103

IR104 IR105 IR106

IR107 IR108

IR109 IR110

IR101

A S I C

PROFESSIONAL

CONSULTANT Page 155 of 247

NOTE: ALL QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR RESPONSIBLE FOR

ACTUAL COUNTS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

HUNTER I-25-06-SS

TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL

CIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.

STANDARD NOZZLE.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

HUNTER ICV-G-DC WITH ACCU-SYNC-ADJ

1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE

CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT

THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL

USE. WITH DC LATCHING SOLENOID FACTORY INSTALLED

OPTION. PROVIDE ACCU-SYNC-ADJ PRESSURE

REGULATOR.

HUNTER HQ-5RC

QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED

BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET,

1-PIECE BODY.

RT/RW ISOLATION VALVE - LINE SIZED 42

AIR RELIEF VALVE

BERMAND C30 2" AIR/VACUUM RELIEF VALVE

FIELD LOCATE AT HIGH ELEVATION POINTS ON PROPERTY.

DRAIN VALVE (2")

FIELD LOCATE AT LOW ELEVATION POINTS ON PROPERTY.

PLUMBED TO DAYLIGHT.

FEBCO LF909 6"

REDUCED PRESSURE BACKFLOW PREVENTER LOCATED IN

VAULT.

HUNTER A2C-225D-M

225-STATION DECODER CONTROLLER WITH (2) A2C-D75

MODULES IN AN OUTDOOR METAL WALL MOUNT

ENCLOSURE. PROVIDE A2C-LTEM CELLULAR

COMMUNICATION MODULE. PROVIDE PED-SS STAINLESS

STEEL PEDESTAL MOUNT. PROVIDE ANT-EXT-KIT ANTENNA

EXTENSION KIT FOR CELLULAR.

HUNTER WSS-SEN

WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR

INTERFACE. INCLUDES GUTTER MOUNT BRACKET.

HUNTER CENTRALUS

REMOTE IRRIGATION MANAGEMENT, PROGRAMMING AND

COMMUNICATIONS PLATFORM. DESIGNED FOR CLOUD

BASED REMOTE PROGRAMMING. COMPUTER TO BE

PROVIDED BY OWNER.

FLOWER WATERING STATION

SEE MECHANICAL PLANS

GROUNDING LOCATION

WITH 36" GROUND PLATE, ROD AND GROUND

ENHANCEMENT MATERIALS OR AS PER MANUFACTURER

RECOMMENDATIONS

PAIGE 270-RCX RE-ENTERABLE CONNECTOR

WITH 36" GROUND PLATE, ROD AND GROUND

ENHANCEMENT MATERIALS OR AS PER MANUFACTURER

RECOMMENDATIONS

POINT OF CONNECTION 8"

[AS PER LOCAL CODES AND AHJ]

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 20,143 LF

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 10,488 LF

PIPE SLEEVE: PVC C900 DR 18 CLASS 235

(TWO SIZES LARGER THAN PIPE CARRIED)

275.2 LF

A

D

BF

C

WS

CC

FW

POC

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

PAIGE - MAXI COMM. CABLE [TWO WIRE CABLE] #12

COMMITTAL

SHELTER

CURRENT

MAINTENANCE

FACILITY

UNDER

CONSTRUCTION

MAINTENANCE

FACILITY

RAILROAD

GATE

ACCESS

CEMETERY

CARETAKERS

GROUNDS

OVERLOOK DRIVE

CEMETERY LOOP ROAD

A

C

4"

2"

4"

4"

4"

4"

4"

2"

4"

4"

4"

2"

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n.

dw ch ris m er te d:

6/

/2

:0 lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

KEY MAP N.T.S.

Office of Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR200

###CJMCJM

OVERALL COVERAGE PLAN

N

0 100' 200'

SCALE:1

OVERALL IRRIGATION COVERAGE PLAN

1" = 100'-0"

A S I C

PROFESSIONAL

CONSULTANT Page 156 of 247

PVC MAIN

3-INCH MINIMUM DEPTH OF

BRICK (1 OF 2)

3/4-INCH WASHED GRAVEL

FINISH GRADE

SCALE:

7 ISOLATION VALVE WITH BOX

NONE

NIBCO 580 BRASS ISOLATION VALVE

VALVE BOX AND LID WITH

MARKINGS

TWO WIRE CABLE(S)

SEE SIZE ON PLAN

SCALE:

2 SLEEVING DETAIL

NONE

NOTE:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

NOMINAL QUICK COUPLING VALVE INLET SIZE.

KEY HANDLE

KEY HANDLE TO CLEAR BOX

INSTALL AT HEIGHT TO ALLOW

INSTALLED HEIGHT TO CLEAR

FINISH GRADE

3/4-INCH WASHED GRAVEL

(LENGTH AS REQUIRED)

PVC SCH 80 NIPPLE

CONTINUOUS RUN OF BRICKS

QUICK-COUPLING VALVE:

3-INCH MINIMUM DEPTH OF

(AS SPECIFIED)

MANUFACTURED SWING JOINT

MAINLINE PIPE

LEEMCO STABILIZER

SCALE:

QUICK-COUPLING VALVE

WITH STABILIZER

NONE

ROUND VALVE BOX AND LID WITH

MARKINGS

CLASS 200 IRRIGATION PVC PIPE

(SCRAP PVC

SLEEVE MARKER

PAST

CURB

LINE

AND COMPACTED)

(BACKFILLED

TRENCH

VERTICAL SCRAP PVC PAINTED BLUE

MARK ALL SLEEVES AT BOTH ENDS WITH

NOTE:

CAP

ENDS(WIRE SLEEVE - GRAY IN COLOR)

3" SCH. 80 PVC 1'

-6

1'-0"

PAINTED BLUE)

CLASS 200 PVC PIPE

SLEEVE (SIZED TWO PIPE

SIZES LARGER THAN

SLEEVED IRRIGATION PIPE

NOTED ON PLAN)

ALL ROAD CROSSINGS ARE SUBJECT

TO CITY FINAL LOCATION AND APPROVAL

BEFORE INSTALLATION - TYPICAL

(SEE PLAN FOR SIZE)

AS PER CODE

SCALE:

9 ELECTRIC VALVE AND VALVE BOX

NONE

SCALE:

3 ROTOR ASSEMBLY (FULL CIRCLE)

NONE SCALE:

ROTOR ASSEMBLY NEXT

TO HARDSCAPE (PART CIRCLE)

NONE

LATERAL TEE

LATERAL PIPE

MANUFACTURED SWING JOINT

POP UP ROTOR SPRINKLER

APPROVED BACKFILL

INSTALL SPRINKLER AT

FINISHED GRADE

EDGE OF CURB/LANSCAPE

12"

FINISH GRADE

MAINLINE PIPE

LOCATOR WIRE

SCALE:

1 IRRIGATION TRENCH DETAIL

NONE

36"

WARNING TAPE 12

SAND BEDDING

AND BACKFILL

LATERAL PIPE

4"

SCALE:

6 RESILIENT WEDGE GATE VALVE

NONE

FINISH GRADE

JUMBO ROUND VALVE BOX AND LID

WITH MARKINGS

PVC SLEEVE

NOTCH PIPE TO FIT VALVE

RESILIENT WEDGE GATE VALVE

REFER TO PLAN FOR SIZE

3" MINIMUM DEPTH OF

3/4" WASHED GRAVEL

WIRE MESH

CONTINUOUS RUN OF BRICKS

RESTRAINED FLANGE ADAPTER

MAINTAIN A 36" DISTANCE FROM

CURB - COORDINATE ROUTING

WITH OTHER DISCIPLINES

REFER TO CIVIL DRAWINGS FOR

LOCATION - COORDINATE

ROUTING WITH OTHER

DISCIPLINES

HYDRANT POST - BY OTHERS

CONCRETE PAD - BY OTHERS

SCALE:

8 FLOWER WATER STATION ASSEMBLY

NONE

FINISHED GRADE

OLDCASTLE/FIBRELYTE FL30-18 JUMBO

ROUND POLYMER CONCRETE VALVE BOX

WITH 6" EXTENSION AND LID WITH

MARKINGS

SCH 40 PVC PIPING

CURB STOP VALVE

SCH 80 PVC NIPPLE 3/4" X 6"

ADJUSTABLE PRESSURE REGULATOR 3/4"

DI SERVICE TEE WITH 3/4" OUTLET

MAINLINE PIPE AND SERVICE

TEE

3/4" PVC PIPING WITH

FITTINGS

LATERAL TEE

LATERAL PIPE

MANUFACTURED SWING JOINT

POP UP ROTOR SPRINKLER

APPROVED BACKFILL

INSTALL SPRINKLER AT

FINISHED GRADE

3/4" COPPER MIPT X SWEAT

FILTER FABRIC

3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

4" COMPACTED AGGREGATE BASE

1/2" COPPER TYPE K PIPING TO

HYDRANT

A1

FINISHED GRADE

SCHEDULE 80 PVC 90 DEGREE

SLIP ELBOW

SCHEDULE 80 PVC TOE NIPPLE

14-INCH

SCHEDULE 80 PVC TOE NIPPLE

14-INCH

DI SERVICE TEE

PVC MAINLINE 30-INCH BURY

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC UNDERNEATH VALVE BOX AND

ON TOP OF AGGREGATE BASE.

2. INSTALL VALVE BOX +/- 3/4-INCH ABOVE FINISH GRADE WHEN INSTALLING SOD.

3. ATTACH ID TAG WITH STATION NUMBER TO SOLENOID CONTROL WIRE.

4. APPLY EXPANDABLE FOAM AT PIPE OPENING.

5. REMOVE MATERIAL TO PROVIDE 6-INCHES OF CLEARANCE AROUND THE

ENCLOSURE AND 4-INCHES IN ADDITIONAL DEPTH ALLOWING FOR BEDDING.

6. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE BASE.

7. INSTALL TWO PVC CONDUITS FOR TWO-WIRE; ONE FOR WIRE IN AND ONE FOR

WIRE OUT.

FIBRELYTE VALVE BOX FL30-18 WITH

FIBRELYTE VALVE BOX EXTENSION FL30-6X

VALVE ID TAG

4" COMPACTED AGGREGATE BASE

3" MINIMUM GRAVEL SUMP

CLASS 200 PVC LATERAL 18-INCH BURY

SCHEDULE 40 PVC MALE ADAPTER

SCHEDULE 80 PVC THREADED UNION

WATERPROOF WIRE CONNECTORS

SOLENOID CONTROL WIRE

AUTOMATIC CONTROL VALVE

WIRE MESH & FILTER FABRIC

SCHEDULE 80 PVC NIPPLE 3-INCH

BRASS BALL VALVE

ONE-STATION DECODER

PVC CONDUIT FOR TWO-WIRE CABLE

WITH PVC CONDUIT SWEEP ELL (TWO

REQUIRED)

TWO-WIRE CABLE

POLYMER CONCRETE VALVE BOX 2424-24

4" COMPACTED AGGREGATE BASE

3" MINIMUM GRAVEL SUMP

DI SERVICE TEE WITH 2-INCH OUTLET

AUTOMATIC CONTROL VALVE

WIRE MESH & FILTER FABRIC

BRASS BALL VALVE

PVC MAINLINE 30-INCH BURY

SCHEDULE 80 PVC NIPPLE 2-INCH X 10-INCH

6"

AIR/VACUUM RELIEF VALVE 2-INCH

FINISHED GRADE

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC UNDERNEATH VALVE BOX AND

ON TOP OF AGGREGATE BASE.

2. INSTALL VALVE BOX +/- 3/4-INCH ABOVE FINISH GRADE WHEN INSTALLING SOD.

3. APPLY EXPANDABLE FOAM AT PIPE OPENING.

4. REMOVE MATERIAL TO PROVIDE 6-INCHES OF CLEARANCE AROUND THE

ENCLOSURE AND 4-INCHES IN ADDITIONAL DEPTH ALLOWING FOR BEDDING.

5. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE BASE.

SCALE:

10 AIR RELIEF VALVE ASSEMBLY

NONE SCALE:

11 REDUCED PRESSURE ZONE ASSEMBLY IN VAULT

NONE

KEYED NOTES:

1. 6" REDUCED PRESSURE ZONE ASSEMBLY

2. 6" ISOLATION VALVE

3. ALUMINUM SPRING LOADED ACCESS HATCH RATED FOR

PEDESTRIAN LOADING WITH THROUGH FRAME, DOUBLE DOOR

1/4" DIAMOND PLATE COVER, OPEN HORIZONTAL SPRINGS,

SLAMLOCK, OVERSIZED RECESSED PADLOCK, BITUMINOUS

COATING, AND FRAME SKIRT.

4. FINISHED GRADE

5. APPROVED BACKFILL

6. 4'X6'X48" DEEP PRE-CAST CONCRETE VAULT WITH 4" THICK

WALLS AND NO BOTTOM

7. INSTALL FLEXIBLE RUBBER GASKET AT ALL PIPE PENETRATIONS.

INSTALL AS PER MANUFACTURER RECOMMENDATIONS

8. 6" DUCTILE IRON PIPING - LENGTH AS REQUIRED

9. DUCTILE IRON REDUCING FITTING WITH JOINT RESTRAINTS AND

PIPE STIFFENERS - AS PER MANUFACTURER

RECOMMENDATIONS

10. 8" HDPE IRRIGATION MAINLINE PIPE

11. PLACE 3/4" WASHED ROCK IN BOTTOM IN BOTTOM OF VAULT FOR

DRAINAGE. TOP OF DRAINAGE ROCK SHALL BE MIN. 2" BELOW

BOTTOM OF VALVE FLANGES

12. PROVIDE STEEL FLANGE CRADLE SUPPORT. SET FLANGE

SUPPORTS ON 12"X12" CONCRETE PAVER (1 PER EACH).

13. 8" COMPACTED AGGREGATE BASE COURSE

GENERAL NOTES:

1. CONTRACTOR SHALL SUBMIT SHOP DRAWING(S) OF VAULT AND

HATCH FOR APPROVAL PRIOR TO FABRICATION.

2. CONCRETE SHALL BE 4,000 PSI MIN. STRENGTH

3. VERIFY SIZES OF VAULT WITH SUBMITTED EQUIPMENT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n de ta ils

.d w ch ris m er te d:

6/

/2

1:

P lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

Office of

Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR501

###CJMCJM

IRRIGATION DETAILS

A S I C

PROFESSIONAL

CONSULTANT Page 157 of 247

SCALE:

5 RAIN/FREEZE SENSOR

NONESCALE:

4 CONTROLLER

NONE

NOTES:

1. MOUNT SENSOR VERTICALLY. AVOID PLACEMENT UNDER EVE

OR TREE CANOPY. LOCATE WITHIN 500 FEET (LINE OF SIGHT) OF

SENSOR RECEIVER AND CONTROLLER

2. COORDINATE ACTUAL LOCATION WITH OWNER'S

REPRESENTATIVE AND R.F. SURVEY BEFORE ACTUAL

INSTALLATION.

WALL

R.F. RAIN/FREEZE SENSOR.

ACTUAL LOCATION BY OWNERS

REPRESENTATIVE

SE

E

SP

EC

S

SE

E

SP

EC

S

6"

MIN.

6"

MIN.

6"

MIN.

6"

MIN.

6" M

IN

FRONT

SECTION/ELEVATION

RIGHT-SIDE

SECTION/ELEVATION

IRRIGATION CONTROLLER

2" CONDUIT FOR FIELD WIRES

FINISHED SURFACE SLOPE TO

DRAIN

CONCRETE FOOTING

1/2" CONDUIT FOR SENSOR

WIRES

3/4" CONDUIT FOR GROUND

3/4" CONDUIT FOR INPUT

POWER PER LOCAL &

NATIONAL CODES

PIPE

SIZE

2"

2.5"

3"

4"

5"

4.56

6.65

9.80

16.2

24.7

DEAD END

OR TEE

90°

ELBOW

45°

ELBOW

22.5°

ELBOW

1.5" 2.94

3.5" 12.8

6" 34.8

6.45

9.40

13.9

23.0

35.0

4.16

18.1

49.2

3.50

5.10

7.51

12.4

18.9

2.25

9.81

26.7

1.78

2.60

3.82

6.31

9.63

1.15

4.99

13.6

BASED ON POUNDS PER PSI WORKING PRESSURE.

STEP 1. MULTIPLY THE PRESSURE LEVEL DESIRED FOR

TESTING BY THE APPROPRIATE VALUE SHOWN IN THE

FOLLOWING TABLE:

STEP 2. DETERMINE THE BEARING STRENGTH OF THE SOIL

FROM THE TABLE BELOW:

BEARING STRENGTH OF SOILS

SOILS AND SAFE BEARING LOADS LBS. SQ. FT.

SOUND SHALE

CEMENTED GRAVEL AND

SAND-DIFFICULT TO PICK

COARSE AND FINE

COMPACT SAND

MEDIUM CLAY -

CAN BE SPADED

SOFT CLAY

MUCK

10,000

4,000

3,000

2,000 1,000

STEP 3. DIVIDE THE TOTAL THRUST OBTAINED IN STEP 1 BY

THE BEARING STRENGTH OF THE SOIL: THIS GIVES THE

SQUARE FEET OF AREA NEEDED.

THRUST BLOCKING

AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS

FROM A STRAIGHT LINE. GOOD SOIL, PROPERLY TAMPED, IS

SUFFICIENT TO HOLD SIDE THRUST - UNLESS SOIL

CONDITIONS ARE UNSTABLE. IN THAT CASE, TO ANCHOR

AGAINST THIS SIDE THRUST, THE BLOCKING SHOULD BE

PLACED AGAINST THE PIPE ON EACH SIDE OF THE COUPLING.

DO NOT THRUST BLOCK THE COUPLING ITSELF.

SIDE THRUST ON CURVES

PIPE SIZE

INCHES

2"

2.5"

3"

4"

5"

SIDE THRUST

POUNDS PER DEGREE

1.5"

3.5"

6"

7.9

11.6

17.1

28.3

43.1

5.1

22.4

60.8

BASED ON SIDE THRUST PER 100 LBS/SQUARE INCH

PRESSURE PER DEGREE OF DEFLECTION

NOTE: MULTIPLY SIDE THRUST POUNDS BY DEGREES OF

DEFLECTION TIMES POUNDS OF PRESSURE DIVIDED BY 100

TO OBTAIN TOTAL SIDE THRUST IN POUNDS.

NOTES:

ALL MAINLINE AND LATERAL CHANGE OF DIRECTION SHALL

RECEIVE THRUST BLOCKING OR JOINT RESTRAINTS. - SEE

THRUST BLOCKING TABLE FOR BEARING STRENGTH.

FURTHERMORE ANY SOILS NOT STABLE FOR ADEQUATE

THRUST BLOCKING, SAID FITTINGS MUST UTILIZE JOINT

RESTRAINTS AT NO ADDITIONAL COST TO OWNER. IT IS

ULTIMATELY THE CONTRACTORS RESPONSIBILITY TO INSTALL

THE APPROPRIATE APPLICATION TO ENSURE THAT THE FITTING

OR VALVE DOES NOT MOVE FROM A OUTWARD DEFLECTION.

WYE

45° ELL 45° ELL

UNDISTURBED SOIL (TYPICAL)

PIPE (TYPICAL)

CONCRETE THRUST BLOCK

FITTING (TYPICAL)

FITTING (TYPICAL)

REBAR BENT AROUND

(TYPICAL)

ELL

CROSS TEE

SCALE:

3 THRUST BLOCK DETAIL

NONE

SCALE:

SPRINKLER INSTALLATION

WITHIN BURIAL PLOTS

NONE

30° TRAJECTORY

SPRINKLER

HEADSTONE - TYPICAL

4'-0" IRRIGATION AISLE

BURIAL PLOT - TYPICAL

NOTES:

1. SPRINKLERS INSTALLED WITHIN BURIAL

PLOTS REQUIRE NOZZLE OUTLET

TRAJECTORY IN EXCESS OF 30-DEGREES

TO CLEAR GRAVE HEADSTONES.

2. LOCATE SPRINKLER IN THE CENTER OF

THE IRRIGATION AISLE POSITIONED

PERPENDICULAR TO THE BURIAL PLOTS

AND MID POINT BETWEEN HEADSTONE

ROWS FOR ADJOURNING BURIAL PLOTS.

3. FOR UPRIGHT HEADSTONES THE

SPRINKLER SHALL BE SPACED

EQUIDISTANT BETWEEN THE ADJOINING

HEADSTONE.

EQ.

4'-0"

4'- 9"

4'-9"

EQ.

4'-9"

4'- 9"

EQ

EQ

IRRIGATION PIPING TO BE 4" BELOW TO OF

CRYPT LID SEE CRYPT DETAIL

4'

8"

HEADSTONE LOCATION

IRRIGATION AISLE BOUNDRY

6" NIPPLE

MANUFACTURED SWING JOINT

(AS SPECIFIED)

LARGE TURF SPRINKLER

GRID MONUMENT

SCALE:

2 SPRINKLER PLACEMENT

NONE

NOTES:

1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH

LOCATION IN THE CORRECT LOCATION WITHIN AISLES.

2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE

OF AISLE

46.56"

EQ

EQ

EQ.EQ.

46.56" 46.56"

46.56"

4'

RAIN BIRD 8005

SPRINKLER

HEADSTONE - TYPICAL

4'-0" IRRIGATION AISLE

BURIAL PLOT - TYPICAL

NOTES:

1. LOCATE SPRINKLER IN THE CENTER OF THE

IRRIGATION AISLE POSITIONED PERPENDICULAR TO

THE BURIAL PLOTS AND MID POINT BETWEEN

HEADSTONE ROWS FOR ADJOURNING BURIAL PLOTS.

2. FOR UPRIGHT HEADSTONES THE SPRINKLER SHALL

BE SPACED EQUIDISTANT BETWEEN THE ADJOINING

HEADSTONE.

3. EXACT LOCATION OF SPRINKLER IS NECESSARY

ALONG WITH HEAD PLUMB SET TO ENSURE NO

CONTACT WITH MAIN NOZZLES AND HEAD STONE(S).

KEEP SPRINKLER A MINIMUM 12"

AWAY FROM GRID MONUMENT

SET SCREW ACCESS PLUG

CONNECTORS

HEX SET SCREW

CONDUCTOR LUG

CONDUCTOR SLEEVE

ALLEN WRENCH (3/16")

WIRE FROM GROUND PLATE

(GREEN/YELLOW)

BONDING/SHIELDING WIRES

10 AWG SOLID BARE COPPER

S1

1000 FEET

MAXIMUM

ICD-100

2-WIRE MODULE

BLUE

BLUE

ICD TO SOLENOID

WIRE (PAIGE ELECTRIC P7351D) RUN CANNOT

EXCEED 100 FEET

8 FEET (2.5M)

±10% COPPER

ROD

PD

D

2- W

IR

E

C

AB

LE

PD

D

2-

W

IR

E C

AB

LE

PD

D

2- W

IR

E

C

AB

LE

* (PD7350D) 14/2 (2.1mm ) JACKETED 2-WIRE CABLE

SEE 1, 2, OR 4 STATION DECODER MODULE DETAILS

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

SCALE:

7 PAIGE RE- ENTERABLE CONNECTOR # 270RCX

NONE

10" ROUND VALVE BOX

8' (2

.5 M

) M

IN

ROD - GREEN/YELLOW

SURGE ARRESTOR (SEE NOTES)

3M DBR/Y-6 WIRE CONNECTOR

PAIGE P7350D

14/2 AWG (2.1mm )

COMM CABLE

NOTES:

- SHOW FOR DIAGRAMATIC PURPOSES

- AT SPLICE LOCATIONS PROVIDE SUFFICIENT SLACK

TO ALLOW THE SPLICE TO BE RAISED A MINIMUM OF

24" (600mm) ABOVE GRADE.

- THE SPLICES AND WIRE SLACK SHOULD BE SECURED

INSIDE OF THE VALVE BOX WITH TAPE OR NYLON ZIP

TIES. THE WIRES SHOULD BE COILED NO LESS THAN

THE DIAMETER OF A 1.5" (40mm) PVC PIPE. DO NOT

CREATE SHARP BENDS.

#6 (16mm²) SOLID COPPER

INSULATED WIRES

5/8" X 8' COPPER CLAD GROUND ROD TO

ACHIEVE 10 OHMS RES.

GROUND ROD SHOULD BE 8' (2.5M) ±10% FROM

THE SURGE ARRESTOR

3M DBR/Y-6 WIRE CONNECTORS

(SEE NOTES)

SERVICE

EXPANSION

COIL (SEE

NOTES)

SCALE:

SP-100

COMMUNICATION CABLE SURGE ARRESTOR

NONE

S1ICD-100

2-WIRE MODULE

BLUE

BLUE

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

S1ICD-100

2-WIRE MODULE

BLUE

BLUE

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

SCALE:

8 SURGE PROTECTION DIAGRAM

NONE

GROUND WIRE (GREEN

FROM DECODER OR

LIGHTNING ARRESTER OR

DECODER CABLE FUSE

DEVISE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA

F

O

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\le av en w or th n c\

- d ra w in gs

\le av en w or th n c irr ig at io n de ta ils

.d w ch ris m er te d:

6/

/2

1:

P lo t:6

/1 7/

:5

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704 JUNE 22, 2026

Date:

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

897CM3025

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

BID DOCUMENTS

Office of

Design and Construction

Services

BID SUBMITTAL

OF ---

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 IR502

###CJMCJM

IRRIGATION DETAILS

A S I C

PROFESSIONAL

CONSULTANT Page 158 of 247